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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹48.7 L+₹1.8 L (3.76%)Rejected-Finance R O RIHAAN VILLA SHAKTI VIHAR PANTHAGHATI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹49.2 L+₹2.2 L (4.79%)Rejected-Finance HIMACHAL PRADESH | SOLAN | HIMACHAL PRADESH | 171102 | L3 | Rejected-Finance Rejected | |
| 4 | Rejected-Technical SHIMLA MUNICIPAL CORPORATION | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Rejected |
Tender Value
₹45.7 L
EMD Value
₹91,500
Closing Date
18 Mar 2024, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Restoration of rain damages on road from Bemloe to Kanlog Bye pass RD 0 0 to 0 796 (SH Construction of Retaining wall B wall and Nallah RD 0 620 to 0 670) in ward No 34 Kanlog
2024_MC_88342_9
823-27Dated02032024
Open Tender
Civil Works
Item Rate
180 days
Shimla
Please refer Tender Documents
7 documents required · 7 mandatory
₹2,000
Executive Engineer R B M C Shimla
₹91,500
31 Aug 2024
12 Mar 2024
19 Mar 2024
12 Mar 2024
18 Mar 2024
12 Mar 2024
Amount
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
P/L 100 mm dia PVC pipe for weep holes
Carriage of material by mechanical transport including Loading & unloading & stacking of Muck/Debries in M.C. Dumping site at bharyal free of cost Tansporation charges will be paid extra (10km)
Stone filling behind retaining walls
Bhagat Singh Thakur
Devinder Thakur
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
aoc.pdf
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